{"_buckets": {"deposit": "42d9ef5b-a564-463f-bb58-2a0bbdb71be3"}, "_deposit": {"id": "4643", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "4643"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00004643", "sets": []}, "author_link": [], "item_10001_biblio_info_7": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2013-11", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "11", "bibliographicPageEnd": "1822", "bibliographicPageStart": "1812", "bibliographicVolumeNumber": "139", "bibliographic_titles": [{"bibliographic_title": "JOURNAL OF STRUCTURAL ENGINEERING", "bibliographic_titleLang": "en"}]}]}, "item_10001_description_5": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "Large-scale shake table tests were performed at E-Defense to examine the out-of-plane stability of buckling-restrained braces (BRBs). Two specimens were subjected repeatedly to a near-fault ground motion with increasing amplification. The test specimens comprised a single-bay, single-story steel frame and a pair of BRBs placed in a chevron arrangement. The specimens were not braced at the brace-to-beam intersection in order to produce a condition where the BRBs were susceptible to out-of-plane instability. Standard BRBs were used in the first specimen, while BRBs with a flexible segment at each end of the steel core were used in the second specimen. A simple stability model predicted the BRBs in the second specimen to fail because of out-of-plane buckling. The first specimen exhibited excellent ductility during the shake table tests, while the second specimen developed severe out-of-plane deformation that compromised the ductility of the BRBs. Based on the experimental observations and the stability model, a methodology is proposed to evaluate bracing requirements at the brace-to-beam intersection.", "subitem_description_language": "en", "subitem_description_type": "Other"}]}, "item_10001_publisher_8": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "ASCE-AMER SOC CIVIL ENGINEERS", "subitem_publisher_language": "en"}]}, "item_10001_relation_14": {"attribute_name": "DOI", "attribute_value_mlt": [{"subitem_relation_type_id": {"subitem_relation_type_id_text": "10.1061/(ASCE)ST.1943-541X.0000767"}}]}, "item_10001_source_id_9": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "1943-541X", "subitem_source_identifier_type": "EISSN"}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "Tsuyoshi Hikino", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Taichiro Okazaki", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Koichi Kajiwara", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Masayoshi Nakashima", "creatorNameLang": "en"}]}]}, "item_language": {"attribute_name": "言語", "attribute_value_mlt": [{"subitem_language": "eng"}]}, "item_title": "Out-of-Plane Stability of Buckling-Restrained Braces Placed in Chevron Arrangement", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "Out-of-Plane Stability of Buckling-Restrained Braces Placed in Chevron Arrangement", "subitem_title_language": "en"}]}, "item_type_id": "40001", "owner": "1", "path": ["1670839190650"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/4643", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2023-03-30"}, "publish_date": "2023-03-30", "publish_status": "0", "recid": "4643", "relation": {}, "relation_version_is_last": true, "title": ["Out-of-Plane Stability of Buckling-Restrained Braces Placed in Chevron Arrangement"], "weko_shared_id": -1}